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HomeMy WebLinkAbout2000 - El Camino Real (2) <00�0V11TY 01= A TASCADHRO =L= T • S TRL 1MPR0VHMHNT PLAN GEII E,RA1. NO MS GENERAL NOTES CONT.) NifiET PA7EX ^" 1 NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AIYD/OR PERMITS 21 ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE PROJECT AND TO POWER SEWER SPOT NO. SHT TITLE APPROVED BY THE CITY ENGINEER/NG DEPARTMENT. THE CITY ENGINEER A SU/TABLE DISPOSAL SITE. PACIFIC GAS & ELECTRIC COMPANY CITY OF ATASCADERO SHALL BE NOTIFIED AT LEAST TWENTY—FOUR HOURS PRIOR TO STARTING OF 406 H/GUERA STREET 6500 PALMA AVENUE 1 TITLE SHEET CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR 22 NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY SAN LUIS OBISPO, CA. 93401 ATASCADERO, CA. 93422 2 STREET IMPROVEMENT PLAN PRIOR NOTIFICATION TO THE CITY ENGINEER WILL BE REJECTED AND WILL COMMUNITY DEVELOPMENT DEPARTMENT, EXCEPT AS SHOWN. (805)546-3888 (805)461-•-5077 BE AT THE CONTRACTORS AND/GOR OWNERS RISK AND EXPENSE. ��� ��f� �.+�f�'p� 23 ALL BASE MATERIAL AND ASPHALT IN RIGHT—OF—WAY SHALL BE IN TELEPHONE WATER C"ov.NT'y 2 ALL CONSTRUCTION WORK AND INSTALLATION SHALL CONFORM TO THE CITY OF CONFORMANCE WITH CURRENT CALTRANS SPECIFICATIONS 1/2„" MEDIUM MAX. PAC/FIC BELL ATASCADERO MUTUAL WATER CO. ATASCADERO STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE FOR ASPHALT, AND .314" MAX. CLASS l! BASE. P.O. BOX 8111 5005 EL CAMINO REAL SUBJECT TO APPROVAL OF THE CITY ENG/NEER. 196 SUBURBAN ROAD ATASCADERO, CA. 93422 24 ALL SAW CUTTING WHETHER IN PORTLAND CEMENT CONCRETE OR ASPHALT SAN LUIS OB/SPO, CA. 9,340J-81 11 (805)466--2428 3 ALL GRAD/NG, DRAINAGE AND RELATED CONSTRUCTION SHALL CONFORM TO THE CONCRETE SHALL REVEAL A COMPETENT STRUCTURAL SECTION AND NEW PAVING (805)546-7447 REQUIREMENTS AND ADOPTED ORDINANCES OF THE CITY OF ATASCADERO SHALL BE JOINED AT THIS PO/NT. THE STRUCTURAL SECT/ON SHALL BE INCLUDING THE MOST CURRENT EDITION OF THE U.B.C. CHAPTER 70, AND IF INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACEMENT CABLE TELEVISION GAS FALCON CABLE THE GAS COMPANY SUM CRUZ RD REQUIRED, THE RECOMMENDATIONS OF THE SOILS REPORT. OF BASE. 7555 SAN LUIS AVENUE P.O. BOX 818 4 CONSTRUCTION`CONTRACTOR SHALL CONTACT UNDERGROUND SERV/CE ALERT AT 25 ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE ATASCADERO, CA. 93122 GOL ETA, CA. 93116-0818 1-800-227-2600 AT LEAST 48 HOURS BEFORE BEGINNING EXCAVATION AND RESPONS181LI1Y OF THE DEVELOPER AT HIS EXPENSE. (805)466-3040 (805)681-8027 SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES, AND WHETHER OR ca NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING 26 THE CITY INSPECTOR, ACT/NG ON BEHALF OF THE CITY ENGINEERING ALL SEWER AND WATER SHALL BE INSTALLED /N THE APPROXIMATE LOCATIONS X20 EXCAVATION. DEPARTMENT, MAY REQUIRE REVISIONS /N THE PLANS TO SOLVE UNFORESEEN AS SHOWN ON THESE PLANS. TELEPHONE, GAS, CABLE TV, AND ELECTRIC t GPR PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS SHALL BE SHALL BE LOCATED BY THE RESPECT/VE UTILITY COMPANY. 0 A rASOADERQ SOUTHERN CALIFORNIA GAS COMPANY SUBJECT TO THE APPROVAL OF THE DESIGN ENGINEER. 4 PHONE: (805) 781--2424 27 THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE AND - tl PAC/FIC GAS AND ELECTRIC COMPANY ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION ?c. pal. �'/Q RD Q PHONE (805) 546-5238 AS PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF �'•C Q0 PROVIDING THE DESIGN ENG/NEER WITH A BASIS FOR RECORD DRAWINGS. NO LEGAL DESCRP770N PACIFIC BELL CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERo PHONE: (805) 546-7447 AND THE DESIGN ENG/NEER. OF A PORTION OF LOT 13 BLOCK 48 ATASCADERO COLONY, SAN LUIS OBISPO COUNTY , FALCON CABLE TV 28 A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, CALIFORNIA, PER 3 MB 65A PHONE.' 805s 466-3040 ` ( ) WHEN COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PR/OR TO -�, THE REQUEST FOR FINAL INSPECTION. 'AS—BUILT" PLANS ARE TO BE 5 /T SHALL BE THE RESPONS/8/L/TY OF THE CONTRACTOR(S) TO BE FULLY PREPARED AFTER CONSTRUCT/ON IS COMPLETED. THE CIVIL ENG/NEER INFORMED OF AND TO COMPLY WITH ALL LAWS, ORDINANCES, CODES, CERTIFYING THE IMPROVEMENTS AND PREPARING THE 'AS—BUILT" PLANS .p REQUIREMENTS, AND STANDARDS WHICH /N ANY MATTER AFFECT THE COURSE SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE: NO SCALE p OF CONSTRUCTION OF THIS PROJECT, THOSE ENGAGED OR EMPLOYED /N THE CONSTRUCT/ON, OR THE MATERIALS USED /N THE CONSTRUCTION 29 APPROVAL OF THESE PLANS BY THE CITY OF ATASCADERO DOES NOT PLACE ANY RESPONSIBILITY FOR THE DESIGN OF THE IMPROVEMENTS SHOWN ON 6 NEITHER THE CITY, OWNER OR THE ENGINEER OF WORK WILL ENFORCE SAFETY THESE PLANS ON THE CITY OF ATASCADERO. MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEV/CES, AND SHALL BE SOLELY RESPONSIBLE 30 THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM LANE CLOSURES OR FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH DETOURS OF TRAFFIC IN CONFORMANCE WITH CALTRANS MANUAL OF TRAFFIC STANDARDS, LAWS AND REGULATIONS. CONTROL. VV#ff Y MAP 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECT/ON OF PUBLIC 31 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE AND VERIFY ALL ' AND PRIVATE PROPERTY ADJACENT TO THE WORK AREA AND SHALL EXERCISE NEW TO EXISTING UTILITY CONNECTION POINT ELEVATIONS. CONTRACTOR SHALL DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES AND SHALL NOT PROCEED REPLACE OR REPAIR TO THEIR ORIGINAL GOND/TION ALL IMPROVEMENTS WITHIN OR ADJACENT TO THE WORK AREA WHICH ARE NOT DESIGNATED FOR WITH WORK IN THOSE AREAS UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. REMOVAL, AND ARE DAMAGED OR REMOVED AS A RESULT OF HIS OPERATIONS. 8 THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCT/ON PRACTICES, THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE J08 SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPL Y CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK/NGHOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE DESIGN ENGINEER, AND THE CITY OF ATASCADERO HARMLSS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT/NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE DESIGN ENGINEER, OR THE CITY OF A TASCA DERO. LEI l�j°yv 1000 RIw FIRE HYDRANT : + 8 LOCATIONS AND ELEVATIONS OF EXIST/NG UTILITIES WHERE SHOWN ON THEaw PLANS ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. 50' 20 10' S' 15' VALVE CONTRACTOR SHALL HAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD OF VARIES 16'.t EXIST. EP VARIES 16'-t LANDSCAPE CONSTRUCTION IN ORDER TO VERIFY LOCATION AND DEPTH. CONTRACTOR 12' 4'f SETBACK STREET LIGHT JItiX AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER A. 6"CURB & 18"GUTTER SIGN FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF I REM. CONSTRUCTION OF THE PROJECT. ANY DEVIATIONS FROM THE PLAN LOCATION PER CITY STD 1 5' 18 UTILITY POLE & GUY c�► OF EXISTING FACILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE VARIES 5' SIDEWALK ENG/NEER SO` THE APPROPRIATE REV/BIONS MAY BE MADE. (0_2�) 2�, PER CITY STD 419 CENTERLINE r.... RIGHT--OF—WAY 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL BOUNDARY OWNSWO amm mom ... "No EXISTING SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR LOT LINE -- -- --° MARKERS DISTURBED SHALL BE RESET AT THE CONTRACTOR'S EXPENSE BY A SAWCUT AND REMOVE EX/ST. PAVEMENT 3.0" AC PAVING OVER 6.0 (M/N.) EDGE OF PAVEMENT REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR IN ACCORDANCE SAWCUT WITH CITY STANDARD DRAWING #426 AND AS REQUIRED BY STATE LAW, LAND 12' WEST OF CL. CLASS // ACG. BASE. -- --- -- -- --- SURVEYORS ACT AND THE SUBDIVISION MAP ACT. COMPACTED SUBGRADE EXISTING SEWER LINE EX/STING WATERLINE - - -- 11 THE CONTRACTOR SHALL MAINTAIN TWO—WAY TRAFFIC AT ALL TIMES. TRAFFIC ACTUAL STRUCTURAL SECTION TO BE DETERMINED EX/STING OVERHEAD LINE CONTROL SHALL BE /N ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR BY R VALUE TESTING AT THE TIME OF CONSTRUCTION TRAFFIC 'CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET AND AS APPROVED BY THE CITY ENG/NEER. CLOSURE SHALL BE PERM17TED UNLESS PREVIOUSLY ARRANGED FOR AND T 1.—7.0 GRANTED BY THE CITY ENGINEERING DEPARTMENT. UPON REQUEST, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND DETOUR PLAN TO THE CITY ENGINEER FOR APPROVAL PR/OR TO WORK. TY AL S mEET sEcT/ON ,EL CAmVC? REAL ABBAL'V/A Tk�I'V.S 12 ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN THE RIGHT- OF-WAY PER CITY STD' 406 EXIST EXIST/NG SHALL HAVE AN APPROPRIATE CONTRACTORS LICENSE, A LOCAL BUSINESS SCALE 1"_-10' PROP PROPOSED LICENSE, AND SHALL OBTAIN AN ENCROACHMENT PERM/T. HP HIGH POINT LP LOW POINT FS FINISHED SURFACE 13 THE DEVELOPER SHALL BE RESPONSIBLE FOR SCHEDULING A PRE— FG FIN/SHED GRADE CONSTRUCTION MEETING WITH THE CITY, AND OTHER AFFECTED AGENCIES, EG EXISTING GRADE PRIOR TO START OF ANY WORK. ELEV ELEVATION CONC CONCRETE 14 CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ELEC ELECTRICAL ENGINEER OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF AC ASPHALTIC CONCRETE CALIFORNIA. L CENTERLINE ALIFORN EP EDGE OF PAVEMENT 7CO15 ALL SOIL COMPACTION SHALL BE TESTED IN ACCORDANCE WITH ASTM TEST FL TDP LI CURB ELEVATION FL FLOWINE DESIGNATIONS 01556-82 AND D1557-78. ALL TESTS MUST BE MADE WITHIN SW SIDEWALK FIFTEEN DAYS PRIOR TO PLACING BASE MATERIAL. THE TEST RESULTS SHALL DWY DRIVEWAY CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL. PL PROPERTY LINE ROW RIGHT—OF--WAY 16 COMPACTION TESTS SHALL 8E MADE ON SUBGRADE MATERIAL AND MATERIAL RP RADIUS PO/NT PLACED AS SPECIFIED BY THE SO/LS ENGINEER. SAID TESTS SHALL BE MIN MINIMUM MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL. COMPACTION TESTS MAX MAXIMUM SHALL BE APPROVED BY THE SOIL�.S ENGINEER AND ALL COSTS OF TESTING TO SO STORM DRAIN BE PAID 8Y THE CONTRACTOR. CB CATCH BASIN No'1 H%99 EENCh AIN AgANS OF REAA Dl DROP INLET 17 SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF BASIS OF BEARINGS. SS SANITARY SEWER BENCH MARK: HIWA Y 101 CL MONUMENT 11-8 PER S H.M.M.B. 4 MH MANHOLE 959 /N THE ZONE BETWEEN FINISHED GRADE ELEVATION AND A MINIMUM OF SEE LANDSCAPE PLAN FOR PROTECTION, REMOVAL OR PAGE 81. EL=853.415 THE BASIS OF BEARINGS FOR THIS SURVEY WAS TAKEN FROM INV INVERT TWO FEET BELOW. ALL MATERIAL /N FILL SECTIONS BELOW THE ZONE RELOCATION T/ON OF EX/STING TREES. THE CAL CULA TED TIE BETWEEN FOUND HIWA Y 101 ROW MONUMENTS CO CLEANOUT MENTIONED ABOVE SHALL BE COMPACTED TO 909' RELATIVE COMPACTION. LOCAL BENCH. TOP OF 6X6 HIWAY MONUMENT AT NE`LY Y EG LOT 13 AS SHOWN. LAT LATERAL P TESTING PER ASTM D-1557--70 METHOD C, D2922--71 d' D3017—72. AS SHOWN. EL=857 34 WL WATERLINE WM WATER METER 18 DUST CONTROL IS TO BE MAINTAINED BY APPROPRIATE MOISTURE CONTENT AT WV WATER VALVE ALL TIMES UPON COMMENCEMENT OF WORK, INCLUDING PERIODS OF FH FIRE HYDRANT SUSPENSION OF WORK, UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE NO THIS' GV RESILIENT WEDGE GATE VALVE R E C O R D� D R A W I, N G CITY BV 8UTTERFL Y VALVE TB THRUST BLOCK .,. ..: 19 IF PERMANENT EROSION .CONTROL HAS NOT BEEN ESTABLISHED BEFORE THE CUT '" C. Y. ONSET OF THE RA/NY SEASON (OCT 15TH) OR IF CONSTRUCTION OCCURS DILL = 177 C. Y. DURING THE PERIOD BETWEEN OCT 15TH AND APRIL 15TH, THEN EROS/ON CONTROL DEV/CES SHALL BE PROVIDED AND AVAILABLE ONSITE. THE . 94 C. Y. JEFFREY EMR/GK R.C.E. 4f7�S7 LIC. EXP..3/L!3 CONTRACTOR IS RESPONSIBLE FOR THE PLACEMENT OF SUCH DEVICES AS J. DIRECTED BY THE ENGINEER OF WORK, OR WHENEVER RAIN IS FORECASTED. 20 ALL GRADING OR OTHER CONSTRUCTION WORK OUTS/DE OF THE RIGHT—OF—WAY REVIEWED BY P.G.h E. ACCEPTED BY: " t SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFFSITE PREPARED BY: RE VI SUNS C fT Y Off. A TA SCA D RO PROPERTY OWNER. ,, QRD�ESS/O� NO. BY DATE DESCRIPTION DA TE ENGINEERING o q� REVIEWED BY P FIC BELLQ DEVELOPMENT ��`� ��E� � �M,�, STE N B. KAa 4 0/m/ HN, CITY ENGIN ER DA E: d ASSGGIATES �r� . S TRHHT /MPR 0 VHMHNT PLAN R.C.E. 42350 ���� � �� p,� w LiC. No. 40,657 m R. V.EVIE D BY FALCON CABLE REVIEWED BY ATASCADERO MUTUAL ATER CO. OAK STREET PASO ROBLES, CA 93446 805/237-1033 Expires 3/02 �� ` ! Z�w- ,A L°��� 1320 NIPOMO STREET SAN LUIS OBISPO, CA 93401 805/849-8658 _..________..__ EL CA MING R EA L THESE PLANS, SPECIE/CATIONS, IDEAS AND DESIGNS +�: - - _ ` �� CIV 1L ~P INCORPORATED HEREIN ARE INSTRUMENTS OF SERVICE � - TD�.L � � 9T Q, PREPARED FOR THE SPECIFIC CONSTRUCTION SHOWN HEREON. ANY UNAUTHORIZED USE OR REPRODUCTION �' Z'444 RE D BY CAS COMPANY d A� FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORITY AT LEAST TWO DAYS DESIGNED BY. DRAWN BY- CHECKED BY.• JOB NO.: SCALE.- SHEET.- ay ENGINEERING DEVELOPMENT ASSOCIATES IS PROHIBITED. BErORE YOU DIGyll►► JP f�" ' f ALL RIGHTS RESERVED. UNDERGROUND SERVE ALERT Or NORTHERN CA FOMIA ^-�°�`" �� JEFFREY ✓. EMER/CK R.C.E. 40657 DATE: .I f-7 � P F'.E.R. 3--2361.000 A$ NOTED 1 OF COPYRIGHT 01999, ENGINEERING DEVELOPMENT ASSOCIATES 2 FILE.• 2361st0l,DWG PLOT DATE.• 5-10-2000 ,. �1/ . A I ,..., .., ,,:,., "..r. v ,..,. .r. ,..,. !--T,,,._._.__,-___ .,..,n ....,.. .,,,a„v. ,-r,rv,r.<. r,,. , ,,.vr. ., „ +,, -...r. ,.., ej_­..­­. ............. r r .. ..,r... ,.. -,...,.. ,.,,.,,r .,..r..s,.,,nv r.,..,,.e ve,• n.w .r x,e.: nwv m., o-.mx,.�x.,,hw.w.a .n»+sm.w.mnn u„mrt,m.-re„ rv, :x ,x.v . . " ,.,. .,. .r, r .r„..., ,. ,.., ,..,,,„.,, ,._.,..,.. ,-,.. r, ,n ,.„ ...., r :,, ,,, , _ . v... 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I'< ►� n ai at�ro ao ao ai Qi ai a; rri a� Ci o a� �o � m � � h � � � h soh �o '� � h � h � � ro � � q oto 00 tq Qo 0o Qo ao ai °� qt no �b �b ao ao ao ... _. .. . 11.11. 111.11''. .". .. -- .. _.----1;.... .. _ b... ,- .. . ,.,. _ ..,..._11.1,1 - A 9+00 11 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+5'0 VER/CAL SCALE 1 "=4' IYOR/ZONTAL SCALE 1 "=20' q w C CSN" TI RUQ'TION Nth►TAESir 14 10 6 11 11 11 6 1 SAWCUT AND REMOVE EXISTING PAVEMENT 12' WEST OF CL. �� W W 2 W W W �` C 2 30- (MIN.) AC PAVING ACTUAL STRUCTURAL SECTION TO BE . � w q 11) . W ,w ,w . W . - � ") N ( W( �W � DETERMINED BY 'R" VALUE TESTING AT THE TIME OF Q pz:L45g t\ �, N Q<a W Ca >1_� < % �W Q Ca CONSTRUCTION AND AS APPROVED BY THE CITY ENGINEER. N W�0 Wq Qi Q QQL Q Q © � Q W W� ct, �S 3 6.0 (MIN.) CLASS 11 AGGREGATE BASE, m �Q -�,W WmU Qo �`' II -H �� II � _H OZ +1� O `o° ' %W ~O _H �� �pZ L o �� a w o d o �, Q NQ © o �veo tea, o © rn o © Q o ,. r\ �i�V ti w w D Q, p , � 2 " F__ �, d. },,�I. "� � � o � " d h cL © 3 r.,, ap Q�� 4 6 CURB & 18 GUTTER PER CITY STD 418 © h `"> ,;T h r`CQ� �i ' °j W % W °° `r' o C3 cO `v `° W " -__, 5 5' SIDEWALK PER CITY STD 419 � Z Z Z> o '�O o Z � '- O � r.ti ti F. ops p � i � � oo r N � '1 et � -T O O O + © - + + + k + U O + �© + �` + ( + U + � O�' O O 6 DRIVEWAY APPROACH WITH CONCRETE CURB AND GUTTER a m m�" o W m © M, o W �, W o k �' N N k N � "� �W ") , w N k "_ PER CITY STD. 423 qi d wrn� � v0. ^ Wq„ Wq. w W0. h W W vq h,. aik wC1 ^ L6WW J 8 INSTALL RIGHT EDGE STRIPE PER CAL TRANS STD. DET A20B DETAIL 27B. (1" 9 INSTALL (3) CLASS / DELINEATORS EQUALLY SPACED PER CALTRANS STD, DET A73C. O RELOCATE SPEED LIMIT SIGN. - ' 't 11 SEE LANDSCAPE PLANS FOR OAK TREE RELOCATION AND PROTECTION INFO. v, r1. . ! 12 PROVIDE 3/4" GRA VEL IN 6'X6' BED - 6" THICK. " 1, I I . 1� l ., ,. e YINC) I I ( I.._R 1 CONSTRUCT 5 WIDE A.C RAMP 0) 8.39" © END OF SIDEWALK. 1 .? 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C� i,. w f v r <� " ._._ . .� �'' t�� i' Q / �, j. 111;1 „.,.; 111:1, "� oy^M ..w .,��., 1116 �,,��f ...1111. �^,4 a .. �.,.. 1116^ .�* a �k. 7 I,";A'°v _ � .ww+�+M�..._. .,ep«� ,�. !^w 1111 4 / _ � \\ Q ;tLt. t 4 a 11 , it O d O f , / r '" -....."111. w I +1 ,� � � Z -}.t � ((yyam�� r' i I (�^ 4, (0) % �0 CID� t+.:r I `1J1. t r Y Vl J (` V �r f` +v I ,r I � w � w � w �� $ , d I ( � g � SCALL !xIf . i is , } , WV if Wa WQ A` NOTES: 5' WIDE . SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. SEE PLAN RECORD DRAWING GRAPHIC SCALH CL SIDEWALK ... ..- ..^..� . Tooled GENERAL NOTES: � � 0 20 40 60 80 CURB FACE (Not Cut) A. This ramp design shall not be used without consideration for street grade and drainage. rr/� ++�� GUTTER GRADE See note I _.-- . .. lo'(r «Cb ELEVATION V A T I O[� 1/4" B. Ramp shall have herringbone grooves 1/4" deep by 1/4" wide, 1 1/2" apart as shown. Remaining JEFFREY J. EMRICK R.C.E. 40657 1..1C. EXP.3 Gita NIS 12" GROOVED BAND rla 2% MAX ���f ramp shall be non-slip heavy broom finish or equal to provide contrasting finish with adjacent sidewalk. SEE DETAIL THIS SHEET + + C. Concrete shall be Class B, 5-Sack, slump 2" minimum to 4" maximum. VARIES PREPARED..BY;- Cl T Y OP A TA., ►CA©E'RO 1/2" LIP WITH 67%�MIN. 2% Mp,X, D, Sidewalk at tap of ramp shall have a" 12" wide grooved border with grooves 6 AX 1/4' ... . ........... NO. BY DATE DESCRIPTION 45' BEVEL -40__ 3/4" apart (See Grooving Detail),' If distance to top of ramp exceeds 12', place an Q�pFESS/0N "� NEW SIDEWALK PER PLAN GROOVING DETAIL additional grooved border at 12' from bottom. Grooves on slopes to be 1 1/2e" apart. EN'�x� EER�NG q� [ tolIS N.G. PAMP VZOV1 100-ACrOUILT DEVELOPMENT ��� < '�^ y IVlis A orC� ptPB -A6-b0K-T \/•\j/�j� ��/\ f �» COMPACTED CLASS 2 i,.�, AGG. BASE OR SAND ., ... ., ASSOCIATES cow �� _ . TRF�'T IMPR0 VEl1 HNT PLAN , .. . w Lic. No. 40,657 m ��"�'/�"�'� NEW CURB AND GUTTER 4" THICK CONCRETE - SEE I'aa:oAK '161 1 1l?T Paso aoBLI;S, CA 93446 805/257-1033 a �v V T TIF R. V. L�� PER PLAN GENERAL NOTES 1320 NIPOM0 STr*IEET SAN LUIS OBISPO, CA 93401 805/549-8658 ,* Expires 3/02 SECTION s EL C.4 A4/NO REAL NTS ,.. _._,.___.... i� civ I� ��` F o HANDICAP P DETAIL C All ._ -.--* cucv-&o DESIGNED BY. DRAWN BY. CHECKED BY. JOB NO.: SCALE. SHEET. I . - .JEFFREY J. EMER/CK R.C.E. 40657 DATE: I I L �� --------- JP Jp P.E.R. 3-2361.000 AS NOTED 2 OF" 2 FILE: 2J61 st02.DWG PLOT DATE: 6-5-00 ti .,. . aw CA D "0 A"T Y A lliii� Lori ONSI TL= GRA DING PL A N GWERAL NO rES (Gf NERAL NOTES CONT.) MUMS SST 1AV E,X' 1 NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS 21 ALL UNSUITABLE MATER/ALS SHALL BE REMOVED FROM THE PROJECT AND TO POWER SEWER $fJj No. $lyj" TITLE APPROVED BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEER A SUITABLE DISPOSAL SITE. PACIFIC GAS & ELECTRIC COMPANY CITY OF ATASCADERO 1 TITLE SHEET SHALL BE NOT/PIED AT LEAST TWENTY OUR HOURS 1'RIDR TQ STARTING OF 406 HIGUERA STREET 6500 PALMA AVENUE CONSTRUCTION ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR 22 NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY SAN LUIS OB/SPO, CA. 93401 ATASCADERO, CA. 93422 2 GRAD/NG PLAN PRIOR NOTIFICATION TO THE CITY ENGINEER WILL BE REJECTED AND WILL COMMUNITY DEVELOPMENT DEPARTMENT EXCEPT AS SHOWN (805)546-3888 (805)461-5077 3 LANDSCAPE PLAN "" • _ '� ' BE AT THE CONTRACTOR'S AND/OR OWNERS RISK AND EXPENSE r ...�I .�lf '..�' (� 23 ALL BASE MATERIAL AND ASPHALT IN RIGHT—OF—WAY SHALL BE IN TELEPHONE WATER COVN7Y 2 ALL CONSTRUCTION WORK AND INSTALLATION SHALL CONFORM TO THE CITY OF CONFORMANCE WITH CURRENT CALTRANS SPECIRCATIONS. 112" MEDIUM MAX. PACIFIC BELL ATASCADERO MUTUAL• WATER CO. r ATASCADERO STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE FOR ASPHALT, AND J14" MAX. CLASS II BASE. P.O. BOX 8111 5005 EL CAMINO REAL SUBJECT TO APPROVAL OF THE CITY ENGINEER. 196 SUBURBAN ROAD ATASCADERO, CA. 93422 24 ALL SAW CUTTING WHETHER IN PORTLAND CEMENT CONCRETE OR ASPHALT SAN LUIS OBISPO, CA. 9J403-81 11 (805)466-2428 3 ALL GRADING,. DRAINAGE AND RELATED CONSTRUCTION SHALL CONFORM TO' THE CONCRETE SHALL REVEAL A COMPETENT STRUCTURAL SECTION AND NEW PAVING (805)546-7447 REQUIREMENTS AND ADOPTED ORDINANCES OF THE CITY OF ATASCADERO SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION SHALL BE INCLUDING THE MOST CURRENT EDITION OF THE U.B.C. CHAPTER 70, AND IF INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACEMENT CABLE TELEVISION GAS RD REQUIRED, THE RECOMMENDATIONS OF THE SO/LS REPORT. OF BASE. FALCON CABLE THE GAS COMPANY 9 ITS, GRVZ 7555 SAN L UlS AVENUE P.O. BOX 818 � 4 CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERV/CE ALERT AT ATASCADERO, CA. 93122 GOL ETA, CA. 93116-•-0818 25 ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE 1-800-227--2600 AT LEAST 48 HOURS BEFORE BEGINNING EXCAVATION AND (805)466-3040 (805)681--8027 ` . SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES, AND WHETHER OR 'ESf'ONSIB/L/TY OF THE DEVELOPER AT HIS EXPENSE. NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING 26 THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING ALL SEWER AND WATER SHALL BE INSTALLED IN THE APPROXIMATE LOCATIONS 0 EXCAVATION DEPARTMENT, MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE UNFORESEEN AS SHOWN ON THESE PLANS TELEPHONE, GAS, CABLE TV, AND ELECTRIC SOUTHERN AS COMPANY PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS' SHALL BE SHALL BE LOCATED BY THE RESPECTIVE UTILITY COMPANY. A rASCADE'"" PHONE, CALIFORNIACAL RNIA A SUBJECT TO THE APPROVAL OF THE DES/GN ENGINEER. 27 THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE AND AV Q PACIFIC GAS AND ELECTRIC COMPANY ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION ti. RU PHONE. (805) 546--52.38 AS PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING THE DESIGN ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO LEGAL DSCRPlfDN PACIFI� BELL CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER PHONE; (805) 546-7447 � OF PORTION OF LOT 13 BLOCK 48 AND THE DESIGN ENGINEER. U ATASCADERO COLONY, SAN LUIS OB/SPO COUNTY .... FALCON CABLE TV 28 A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, CALIFORNIA, PER 3 MB 65A PHONE. (805) 466-3040 WHEN COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO c� THE REQUEST FOR FINAL INSPECTION. 'AS—BUILT" PLANS ARE TD BE 5 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO BE FULLY PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER INFORMED OF AND TO COMPLY WITH ALL LAWS, ORD/NANCS, CODES, CERTIFYING THE IMPROVEMENTS AND PREPARING THE 'AS—BUILT" PLANS REQUIREMENT'S, AND STANDARDS WHICH IN ANY MATTER AFFECT THE COURSE SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE. NO SCALE OF CONSTRUCTION OF THIS PROJECT, THOSE ENGAGED OR EMPLOYED IN THE N CONSTRUCTION, OR THE MATERIALS USED IN THE CONSTRUCTION. 29 APPROVAL OF THESE PLANS BY THE CITY OF ATASCADERO DOES NOT PLACE ANY RESPONSIBILITY FOR THE DESIGN OF THE IMPROVEMENTS"SHOWN ON 6 NEITHER THE CITY, OWNER OR THE ENGINEER OF WORK WILL ENFORCE SAFETY THESE PLANS ON THE CITY OF ATASCADERO. MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE 30 THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM LANE CLOSURES OR FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH DETOURS OF TRAFFIC IN CONFORMANCE WITH CALTRANS MANUAL OF TRAFFIC Y MAP STANDARDS, .LAWS AND REGULATIONS. CONTROL. 7 THE CONTRACTOR SHALL BE RESPONSIBLE. FOR THE PROTECTION OF PUBLIC 31 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE AND VERIFY ALL AND PRIVATE.PROPERTY ADJACENT TO THE WORK AREA AND SHALL EXERCISE NEW TO EXISTING UTILITY CONNECTION POINT ELEVATIONS. CONTRACTOR SHALL DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES AND SHALL NOT PROCEED REPLACE OR'REPAIR TO THEIR ORIGINAL CONDITION ALL IMPROVEMENTS WITH WORK IN THOSE AREAS UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. WITHIN OR ADJACENT TO THE WORK AREA WHICH ARE NOT DESIGNATED FOR REMOVAL, AND ARE DAMAGED OR REMOVED AS A RESULT OF HIS OPERATIONS. 8 THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALL Y ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE !DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSL Y AND NOT BE, LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DWF kD, INDEMNIFY AND HOLD THE OWNER, THE DESIGN ENGINEER, AND THE CITY OF ATASCADERO HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, L'XCEPTING FOR LIABILITY AR/SING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE DESIGN ENGINEER, OR THE CITY OF ATASCADERO LEG AIfD' FIRE HYDRANT 8 LOCATIONS AND ELEVATIONS OF EX/STING UTILITIES WHERE SHOWN ON THE PLANS ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. VALVE CONTRACTOR SHALL HAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD OF CONSTRUCTION /N ORDER TO VERIFY L OCA TION.AND DEPTH. CONTRACTOR STREET LIGHT AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER SIGN FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. ANY DEVIATIONS. ,FROM THE PLAN LOCATION UTILITY POLE & GUY OF EXISTING FACILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE CENTERLINE ENGINEER SO THE APPROPRIATE REVISIONS MAY BE MADE, RIGHT—OF—WAY OwNwom � ..w0 owl mom 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL BOUNDARY EXISTING SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR - -° LOT LINE MARKERS DISTURBED SHALL BE RESET AT THE CONTRACTOR'S EXPENSE BY A EDGE OF PAVEMENT REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING /426 AND AS REQUIRED BY STATE LAW, LAND SAWCUT SURVEYORS ACT AND THE SUBDIVISION MAP ACT. EXISTING SEWER LINE r EXISTING WATERLINE 11 ,THE CONTRACTOR SHALL MAINTAIN TWO—WAY TRAFFIC AT ALL TIMES. TRAFFIC EX/STING OVERHEAD LINE CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT. UPON REQUEST, THE CONTRACTOR.SHALL SUBMIT A TRAFFIC CONTROL AND DETOUR PLAN TO THE CITY ENGINEER' FOR APPROVAL PRIOR TO WORK. A��ll.�`VIA� w 12 ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN THE RIGHT— OF—WAY EXIST EXISTING SHALL HAVE AN APPROPRIATE CONTRACTOR'S LICENSE, A LOCAL BUSINESS PROP PROPOSED LICENSE, AND SHALL OBTAIN AN ENCROACHMENT PERMIT HP HIGH POINT LP LOW POINT FS FINISHED SURFACE 13 THE DEVELOPER SHALL BE RESPONSIBLE FOR SCHEDULING A PRE— FG FINISHED GRADE CONSTRUCTION MEETING WITH THE CITY, AND OTHER AFFECTED AGENCIES, EG EX/STING GRADE ELEV ELEVATION PRIOR TO START OF ANY WORK. CONC CONCRETE 14 CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ELEC ELECTRICAL ENGINEER OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF AC ASPHAL TIC CONCRETE CAL IFOI?NlA. GL CEN TERLIN EP EDGE OF PAVEMENT � TC TOP OF CURB ELEVATIO° 15 ALL SOIL COMPACTION SHALL BE TESTED IN ACCORDANCE WITH ASTM TESTFL 0 WL DESIGNATIONS D1556--82 AND D1557-78, ALL TESTS MUST BE MADE WITHIN FL SIDEWALK FIFTEEN DAYS PRIOR TO PLACING BASE MATERIAL. THE TEST RESULTS SHALL SW SIDEWALK DWY DR/VEWA Y CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL, PL PROPERTY LIN ROW RIGHT—OF—WAY 16 COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL RP. RAD/US POINT PLACED AS SPECIFIED BY THE SOILS ENGINEER. SAID TESTS SHALL BE MIN MINIMUM MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL. COMPACTION TESTS MAX MAXIMUM SHALL BE APPROVED BY THE SOILS ENGINEER`AND ALL COSTS OF TESTING TO SD STORM DRAIN ff CB CATCH BASIN BE PAID BY:THE CONTRACTOR. DI DROP /NL ET 17 SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF SS SANITARY SEWER MH MANHOLE 959 IN THE.ZONE BETWEEN FINISHED,GRADE ELEVATION AND A MINIMUM OF INV INVERT TWO FEET BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE CO CLEANOUT MENTIONED ABOVE SHALL BE COMPACTED TO 90Z RELATIVE COMPACTION. LAT LATERAL TESTING PER ASTM D-1557-70 METHOD C, 02922-71 OR D3017-72. BENCH' ARIL BASS OF BEAR> G WL WATERLINE 18 DUST CONTROL IS TO BE MAINTAINED BY APPROPRIATE MOISTURE CONTENT AT BENCH MARK: HIWA Y 101 CL MONUMENT 11-8 PER S.H.M.M.B. 4 BASIS OF BEARINGS. WM WA TER METER WV WATER VALVE �'""—"�'�'"• PAGE 81. EL=853.415 �,T t� ALL TIMES UPON COMMENCEMENT OF WORK, INCLUDING PERIODS OF THE BALCULATEDETlE BETWEEN FOUND HIWAY 101 T ROW MONUMENTS GV RESILIENTWEDGE GATE— %, fL. RE O �l D R A W I 1'� '�7� SUSPENSION OF-WORK, UNTIL FINAL ACCEPTANCE OF THE;PROJECT BY THE LOCAL BENCH: TOP OF 6X6 HIWA Y MONUMENT A T NE'L Y EC LOT 13 CITY. AS SHOWN. EL=857.34 AS SHOWN. BV BUTTERFL Y VAL VE TB THRUST BLOCK � .. .._ 19 IF PERMANENT EROS/ON CONTROL HAS NOT BEEN ESTABLISHED BEFORE THE ONSET OF THE RAINY SEASON (OCT 157H) OR IF CONSTRUCTION OCCURS DURING THE PERIOD BETWEEN OCT 15TH AND APRIL 15TH, THEN EROSION CONTROL DEVICES SHALL BE PROVIDED AND AVAILABLE ONSITE. THE X"NEY J. EMWK f'.C.E 40657 LIC. .EXF. /fJi CONTRACTOR IS RESPONSIBLE FOR THE PLACEMENT OF SUCH DEVICES AS ry DIRECTED BY THE ENGINEER OF WORK, OR WHENEVER RAIN IS FORECASTED. ZO ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT—OF—WAY SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFFSITE PREPARED BY: REVISIONS rh T Y P TA S CA DL=RO PROPERTY OWNER. Q�,oFESS/Q NO. BY DATE' DESCRIPTION ENGINEERING © � Nq� DA DEVELOPMENT �w4�����-� � �� ASSOCIATES �. �, �� . ' SI Ol�'.� /Nk i PLAN w L r c. No. 40,657 m . 7' /` S� Ff. V. U4 Rap-0 A a L&S!3 744 OAK STREET PASO ROBLES, CA 93446 $05!237-1033 *lE x pr r o 170 s 3/02 i 1320 NIPOMO STREET SAN UHS OBISPO, CA 93401 805/549-8658 _ THESE PLANS, SPECIFICATIONS, IDEAS AND DESIGNS INCORPORATED HEREIN ARE INSTRUMENTS OF SERVICE D KL TOLL FREE __ 9T QV 1\1 PREPARED FOR THE SPECIFIC CONSTRUCTION SHOWN HEREON. ANY UNAUTHOR/ZED USE OR REPRODUCTION 1-B10--642-2444 l F FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORITY AT LEAST BY ENGINEER DEVELOPMENT'ASSOCIATES IS PROHIBITED. BEFORE M DAYS YOU �"""'"��� DESIGNED BY. 1;` WN l9Y. CHECKED BY. JOB It/©.: SCALE. SHEET COPYRIGHT 01999. ENGINEERING DEVELOPMENT ASSOCIATES `� ALL RIGHTS RESERVED. UNDERGR l KRVIC£ALERt OF NORTHERN CALFM* JEFFREY J. EMERICK R.C.E. 40657 DATE J� �/� P.E-.R. 3-236.1,(% � AS NOTED 1 Q FILE: 23619PO1.DWG PL07' DATE: 5-10-2000 ,Y� . �,, 1 (�, . 11 . r w�-,,�'. 5 ... _ . T " _ hey Q a :r +... .. r enMAX' l , - - I'll `X; , t I Y t i.. ,�4 A ,,,r f r .. . 4Y y�i�7�k pY l � 11 I ''I I I I I 7wA SCAL)HRO I _­,��.,,,,­,­- 11 � cI 5,P �% "I, ���Z '­ . I M'X,-;-,,`��i,�'111'�j% I.,� . . IRYM�'111N�11,1;1'j�k-",:'..� ", -l, LAO�00 IF T Y nI-quemp- WJ= A 1 4fws ,_ __'�,�_ . ,k , '' . IS � s1, 1, 1 "', -11 I , 1� , 7", ­ ­­ .,% il" 1, " ,�}: ,W; ,,A,11-1-1.1-4,111- 1 . . 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I l�i�. . _ MANN/ \ ( ,I-. 1� � � 1 400M � 401m 411111m `' 7 _... - c��' EN RAIVCE COA.�T !_�b'fT >� OAK N28 20'28 'W A,>, E L/GIa! �„ : ak m , 3r CITY 01= A TASCAD=A' t dSCAPAE PLAN AND TRL=AE PRO C 'ON PLAN £r r3 `+1T, Cn t G r 2 GAS v?l '" GAS G G 2" S G G G G G G G G G G G G G G G G G M - / EL � ��� 'AL , TREATED . �. (2) 2„ 4 l / FLEXIBLE REINFORCED LODGEPOLE PINE POLES RUBBER TREE TIES,-----k (8' LONG} ff N/IL TO STAKES. m _. _ r !'� c 1 / (4) Q LOBATA 1" X 4" RWD CROSS PIECE !' BASIN WATERING ** y / _ -GAL -s A IW/ { (2) 6D HDG NAILS EACH SIDE �''' ro -- -f5} �?UERCUS LO TA rr r2 r3 b 2„ OF SHREDDED 8'20'28"W BARK MULCH FINISH GRADE -" e j J (1) PISTACIA GHINENSIS PROTECT IN PLACE GRAM ; BACKFILL - ROOT 1/f/ SEE TREE PROTECTION NOTES 15-GAL r � C +/ % NATIVE SO;i , o ORGANIC MATERIA ) BALL 0 4:. ... � .. ,,... ...-. ... ,. .. .., .... ..... .. .. ., .. ,.. .. .. ,.. v ..ww...r.,++rw.w,-w.w+w,.•.ruwr.e>..rr+.a ,: vrrw.wve+rw+a.ea+rm.,r,acawrw.:+,w..a.. .sa,.,,..,....w..wr•»w.e,r.,,vrw,a•nva.«ww..,'w.w,.,.�:xv...r...,.rw.w..,•..w.,... ....+..r ,::..rmu.-ti.«wuw+ +w.m.+•, ww+,♦s•,•,.wra; '....,erw..wxww-.+. ..stww' 1 ( a / 1G� GAS , ..� -Y . apLhW+'� aw•M'•�..+„wwyq.......a.ar. •„wMtit^..w+na.*•6aWw..'urwW urww..ww+/W[+.!wiWW.:wa.wa..wMwpv'!....•u.aW±.s+M•+rw•hsawr,':z'•riwM+Cw,..w.crsrr'es.+N•.w',uYM.n¢wiwwn.+G+..rpnx..Ln'wW,MrnMM/R.K/S.YrMMVM.`..AIMme.gYwwWt M.M+i4P' •.Hyywy•,Ywaw.v, ,ar.4.w.x aevrwr r+•w.nw. �'�� GAS a NT N G ` ORG L G G G G ___-_ u_ AB G ._._ G G G._ {�} --- -. --- - 71 AGRw�R EASE - - _ -~ GR TAMP BACKFILL s 21 k . - • ♦ . ••. - .. . . • . . Zs - .. . . .. . . - ® 1` IN AM SIZES +". f". • • •• . . - . .. . .. . . . . .. e. •• •.. . . .. . . • • • • • •e• .� • • n • • ♦ . • .•• ' /...q. t t p' 1•' '1..,„„ti . . . . . . . ... . ..... .. . . . . ! 4 - - .. . . . .. . .... . VA/( .,;/ +;)/.J/r,' N 2 X ROOT BAI I_ s . .. .. .. .. R . . .. - i DIAM E x F)(67, /' }P!TTOSPERUM OBIRA AT URPUREUM 5-G �.�r r r�r. rr �r rrrr �r'�rwr � ' o�rwr itiw iM i� r ww wi ■G i r riw w w riw rr r "— 4♦ I� `VARIIEGAT j 1-GAL ® g❑ ® '" '' I * �;��_ -#��. '"" D �- v r . 15 T ,„ * + .r t / MINT SIGN / ♦~ s w •iw w �"Mn kI,�T t�.rr rr rr►* .�► L=2. 1 J' I�� _r (,s`i{\ ` _`_''' A :T,]� .�„ ��, sr E � M E Vi I L"}� O.�I fS' � ... � Ll_£" © • ❑ 1 ❑ - ft IST. ❑ a / .R • fcr 15'04`t ❑ R �■�wt .. -., .. PROTECT IN PL E � . . . ► . „_ , =3850.0 0 E TREE PROTE Ttt l ES 0 '!� 'l.C1. !R!I! "�. ��'"d0�. ,... .... . . ��. �"',M � ---� ! NOTES •• 340.41 ' ___ __ __ _ __ _ - _ _ _ _ _ _ __ _ __. _ .- - r TREES PLAIV"I I` WITHIN 6' GF SIDEWALK. CURB. OR GU► R TO BE PROVIDED RE CAT WITH DEEP I }(`` • �' � ;:; N -- - OA TREE EXISTING J T , ` / •,` w � '---- RELOCATE EXISTING ,., ) CONTROL BARRIER ('DEEP ROOT" OR >!� ROVED EQUAL). -�- r,r• E ♦ -� -- - --_ - --- --- - NOTES) r TOP OF PLAN t �- .► ❑ - � .. 4 .p �+ ;,< TCYPRESS,:----,--- OAKSHALL BE £a'BELOW SICWALK GRADE ♦ 1 (SEE NOTES) ITALIAN #�[ r � ` __ TREE RELOCATE EXISTING -'- _.-_.,. � L ` ON • • _ OAK TREE _..__. TO BE REMOVEb ' eq ��, " tSEi'NOTES) e Q� Rk A p❑ X ., IBES NOTES) ) PHO �AEN AX (2)PFi0RM1UM TENAX RHE i . w TIN S v r R UREUM ATROPURPUREUM '44 ` .. f /� (gA�tG�to�. �ry iFERA �.'%�.,•-� ^._- j4�? �, A IUS' 15-:GA ITALIAN CYPRESS ,. t i• (2)PlSTACIA GNI NSIS L 1 U. `z j i !) �---' TO BE REMOVED ' E `~ �.._ V—GAL f.,, �ii/'' Qw `'t,iltI „ 4,, �V..;--� - SET CROWN 1,2" 5y ` ABOVE GRADE .; s m'w'--p r WA1; R 'aG v BA r � h ' :, -----`--�.� MULCH (6) ASEFt' B A d �r MIN. 2" SHREDDED BARK v ' r AL ITALIAN PRESS r I y TO EMOVED , u. fc�5 _.f _'NU �' , r` , ,_/ /I r ;� ._a BACKFILL < (8)QUERCUS LOBATA BALL (80% NATIVE AND 20% ORGANIC) (2) PLANT TABS 0 aGAL � " >�y ,' `6Q DECOMPOSED GRANIT TORAGE EA ` i A ♦ M" ,, AGRI-FORM TO BE PLANTED A MIN.OF IN 21 GRAM SIZES ' x FREEW POLE S! 0 SLOW RELEASE 2aW - —. TAMPED BACKFILL 30' FROM HIGHWAY 101 BE REMOVED n �, r ` f` h _ EDGE OF TRAVELLED WAY * F W FENCE FXlS1: SEE IVIL PLANS / (WHITE LINE) 2 X DIAMETER (1) PLATANUS ACERlFOLIA _. ��. T- ♦ TO BE REMOVEDOF CONTAINER yet �44/ 15-GALS <' 'r►' ,` 'y ! `'" X55 s10 (3)PHOTINA FRASERI -GAL E '� HR `, PL�'ANTING TO PROPOSED DRIP VALVE NIN © ''• w 4' PLANTER. (SEE: IRRIGATI PLAN) . -- `- _- _._..-- [ • •,, w '' ate, i1 1/2 X ♦ E (9) CISTUS HYBRIDUS 1-GALfi ' -` . • "' PROTECT IN PLACE g, 4` .. VA 1. f. Y r`-4K P L A N T L SEE TREE PROTECTION NOTES ' 1A a t +`° TREES -- "' E t c NIBCO T-113 4� � � � SIZE QUANTITY SCIENTIFIC NAME COMMON NAME BRASS GATE VALVE LINE SIZ �' r,� , " 15~GA PISTACIA CHINENSIS CHINESE PISTACHE (9) CISTUS HYBRIDUS ft.. I 1-G EXISTING 'r t11) 15-GAL (8) 1-GAL QUERCUS LQBATA VALLEY OAK GHAINLlNK FENCE - `� E k d 15-GAL PRUNUS GERASIFERA 'KRAUTER VESUVIUS' FLOWER PLUM HARDIE EHDI645 POLYETHYLENE DRIP TUBING .613 I.D. (4)PLATANUS ACERIFOLIA T-113 TO ALL NEW OAK TREES WITHIN CALTRANS R.O.W. 15-GAL - -- .. ~ ""'•• } 15-GAL 5 PLATANUS ACERIFOLIA LONDON PLANE TREE PROVIDE (2) 1 GPH EMITTERS PER TREE (9) CISTUS.HYBRIDUS SHRUBS i-GAL EDGE OF GRt_t.MOCOVER AREA ' 1-GAL 46 CISTUS HYBRIDUS WHITE ROCKROSE Q / . - -. - =:RRO! "fJVER sPAcINc As NOTED ON PLANTINGPLAN 5-GAL 5 PHORMIUM TENAX 'ATROPURPUREUM' NEW ZEALAND FLAX -- x t w � � (9) CISTUS HYBRIDUS ` 1-GAL 9 PHOTINA FRASERI FRASER'S PHOTINA "v 1-GAL F�t IV GROUND'o"'hO VHR A ` "TING 1-GAL 4 PITTOSPERUM TOBIRA 'VARiEGATA' VARIEGATED PITTOSPERUM .71 h " GROUNDCOVERS SYMBOL SIZE SCIENTIFIC NAME COMMON NAME ' OAK T LSE PRO THC T10lVs k A 1-GAL 8' O.G. COTONEASTER DAMMERI 'LOWFAST' BEARBERRY CO-rONEASTER B 1-GAL 18' O.C. HEMEROCALLIS (EVERGREEN VARIETY) EVERGREEN DAYULY A. FENCING: PROVIDE A MINIMUM 4' HIGH SNOW OR SAFETY FENCE, STAKED AT THE h, r ;E. C 1-GAL 60' O.C. JUNIPERUS SABINA 'TAMARISCIFLUA NEW BLUE' NEW BLUE TAMARIX DRIPLINE PER CITY TREE PROTECTION DETAIL TP-1. FENCE MUST BE INSTALLED t . D 1-GAL 36" O.C. RAPNIOLEPSIS INDICA 'BALLERINA' INDIA HAWTHORNS BEFORE ANY CONSTRUCTION OF EARTH MOVING BEGINS. ,w E 1-GAL 60" O.C. ROSMARiNUS OFFICINALIS 'COLLINGHAM INGRAM, ROSEMARY B. SOIL AERATION METHODS: SOILS UNDER THE DRIPLINES THAT HAVE BEEN COMPACTED BY HEAVY EQUIPMENT AND/OR CONSTRUCTION ACTIVITIES MUST BE RETURNED TO THEIR ORIGINAL STATE BEFORE ALL WORK IS COMPLETED. METHODS fv0THIS# INCLUDE WATER JETTING, ADDING ORGANIC MATTER, AND BORING SMALL HOLES WITH AN AUGER (18" DEEP. 2-3' APART WITH A 2-4' AUGER) AND THE APPLICATION OF ' 1. PLANT LIST IS PROVIDED FOR CONVENIENCE ONLY, CONTRACTOR TO MODERATE AMOUNTS OF NITROGEN FERTILIZER. CERTITIED I.S.A. ARBORIST SHALL VERIFY AND INSTALL QUANTITIES AS SHOWN ON PLAN. ADVISE. 2. CONTRACTOR TO PROVIDE AND PLACE 2' OF SHREDDED BARK MULCH IN C. CHIP MULCH- ALL AREAS WITHIN THE DRIPLINES OF THE TREES THAT CANNOT BE a t ALL PLANTED AREAS UNLESS OTHERWISE NOTED. FENCED SHALL RECEIVE A 4--6" DEEP LAYER OF CHIP MULCH TO RETAIN MOISTURE. SOIL STRUCTURE AND REDUCE THE AFFECTS OF COMPACTION. :: :::::::::::::::::: RE' -�. 3. NO TREES OR SHRUBS SHALL BE PLANTED ADJACENT TO FIRE PREP.... YA., C T Y OP �Ai T~•A ,A L=RO ..: .. :.... DEPARTMENT CONNECTIONS - SEE CIVIL PLANS FOR LOCATIONS. . D. TRENCHING WITHIN THE DRIPLINE: ALL TRENCHING UNDER THE DRIPLINES OF TREESNo BY ©ATE DESCRIPTION ... : :,:,ENGINEERING � � S/UiOf? AQOED t,�K'Tt�TO t;N.TRMlt3 RQ,W,Mt:} SHALL BE HAND-DUG, AUGURED OR BORED, AND MAJOR ROOTS SHALL BE AVOIDED p,N�scARF � ►�" ► �► 4. ALL TREES WITHIN 6 OF CONCRETE CURB OR SIDEWALK TO BE IN DEEP R HA E ;: :: DEVELOPMENT �, t LII� ►T�val„vE + x "" 0WHENEVER POSSIBLE AND IF NOT. ALL ROOTS LARGER THAN 1 DIAMETER SHALL Assoc��-rl�s �� �, �- L' �� �� ROOT PLANTERS. 'CUT CLEAN' AND NOT RAGGED. SEE CITY TREE PROTECTION DETAIL TP-6. \ F .A►N� ���� " T "'�� �� ��►�� .::. :..:. :... : :::::::.....::.:.. N0. 3864 � rn . 5. EXISTING OAKS TREES TO BE RELOCATED TO BE REVIEWED ANDaa..aaK.s�rlr1r.. .....�Asal Rostl�s c _ „� E. GRADING WITHIN TME DRIPLINE� MINIMIZE IF POSSIBLE, OTHERWISE INSTALL ONE OF A gaaas $o /zap-�oaa �, EXP. -31-a1 ., ` TT , �/ `A L � GRAPHIC ,SCALE APPROVED (REOUIRES TREE REMOVAL PERMIT) BY THE CITY OF THE RECOMMENDED PROTECTION MEASURES SHOWN ON CITY TREE PROTECTION :��2o:N w�t�.srt�I�I�c:::��►r� �.u�s oe��$I�o, CA saaoi $05/5a9-$65$ ATASCADERO COMMUNITY DEVELOPMENT DEPARTMENT. RELOCATION AND DETAILS TP-2, 3, AND 4. INSTALL CHIP MULCH, 4-6' IN DEPTH THESE AREAS. GRADING �y �`� ,� A,,A41 Nom' ''EA L s PLANTING TO BE SUPERVISED BY A CERTIFIED I.S.A. ARBORIST. ��' o� . " ='`'' SHOULD NOT DISRUPT THE NORMAL DRAINAGE AROUND THE TREES. FILLS SHOULD pF W- 0 20 40 60 80 NOT CREATE A PONDING CONDITION AND EXCAVATIONS SHOULD NOT LEAVE THE TREE DESIGNED' BY DRAWN BY., CHECk'�'0 BY: JOB MO..- 6. U.: SCALE. SHEET.' 6, ALL NEW PLANTINGS TO BE IRRIGATED BY A FULLY AUTOMATED DRIP ON A RAPIDLY DRAINING MOUND. SEE CITY TREE PROTECTION DETAIL TP-5. IRRIGATION SYSTEM. &P/otSG SG P.F_.R. 3-2361.000 AS NOTED 3 OF J L A ND TAE TI x ` S AC E GLE/M L.4. 3864 DATE: FILE:• 23611p0f DWG PLOT DATE. 6--1-2000 � �q wRM1